Research Article
On Factors behind the Reasonable Failure Mode of Concrete-Filled Circular Steel Tubular Composite Frame
| ηc | 3 stories and 5 stories | 8 stories and 10 stories | Column section (mm) | Concrete | Steel | Beam span l(m) | Column section (mm) | Concrete | Steel | Beam span l(m) |
| 1.0 | 450 × 6 | C30 | Q235 | 9.3 | 450 × 8 | C35 | Q235 | 9.1 | 1.2 | 450 × 8 | C35 | Q235 | 8.1 | 460 × 10 | C40 | Q235 | 7.5 | 1.6 | 470 × 10 | C40 | Q235 | 6.2 | 500 × 8 | C40 | Q345 | 6.1 | 2.0 | 500 × 8 | C40 | Q345 | 5.4 | 500 × 12 | C40 | Q345 | 5.2 |
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